CN205295916U - RPC leveling board - Google Patents

RPC leveling board Download PDF

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Publication number
CN205295916U
CN205295916U CN201521059422.2U CN201521059422U CN205295916U CN 205295916 U CN205295916 U CN 205295916U CN 201521059422 U CN201521059422 U CN 201521059422U CN 205295916 U CN205295916 U CN 205295916U
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rpc
plate
leveling
bottom plate
utility
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Expired - Lifetime
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CN201521059422.2U
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Chinese (zh)
Inventor
周江平
王欢
傅荣华
关天仕
刘海清
谢曼嘉
刘柳岸
陈小珠
陈凯斌
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Guangdong Guandi Construction Co ltd
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Guangdong Guanyue Highway and Bridge Co Ltd
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Abstract

本实用新型是一种RPC调平板,包括由RPC混凝土制成的RPC底板和若干根钢筋;所述RPC底板为长方形或者正方形,所述钢筋的下端被浇筑在RPC底板的上侧面中并与RPC底板刚性连接成一体。本实用新型克服了传统调平钢板缺点,解决了传统的调平钢板抗腐蚀能力弱、耐久性差的问题。除此之外,本实用新型采用RPC的活性粉末混凝土抗压强度大、抗折强度大以及韧性高,从而大大提高调平板的抗压及抗折等性能。

The utility model is an RPC leveling plate, which comprises an RPC bottom plate made of RPC concrete and several steel bars; the RPC bottom plate is rectangular or square, and the lower end of the steel bar is poured in the upper side of the RPC bottom plate and connected with the RPC The bottom plate is rigidly connected as a whole. The utility model overcomes the shortcomings of the traditional leveling steel plate, and solves the problems of weak corrosion resistance and poor durability of the traditional leveling steel plate. In addition, the utility model adopts RPC active powder concrete with high compressive strength, high flexural strength and high toughness, thereby greatly improving the compressive and flexural properties of the leveling plate.

Description

RPC调平板RPC leveling plate

技术领域technical field

本实用新型涉及一种用于预制桥梁底部的调平板,特别是一种混凝土调平板。The utility model relates to a leveling plate used for the bottom of a prefabricated bridge, in particular to a concrete leveling plate.

背景技术Background technique

目前,常用于预制桥梁底部的调平装置多为预埋或者焊接在桥梁底部的钢板,这种调平装置的缺陷是:钢板耐腐蚀性较弱和耐久性较差,当焊接或者预埋在预制梁底部的调平钢板长时间暴露空气中会使得调平钢板生锈,从而使得调平钢板得抗压强度和抗折强度大大降低,进而影响T梁结构使用性能。At present, the leveling devices commonly used at the bottom of prefabricated bridges are mostly steel plates embedded or welded at the bottom of the bridge. The defects of this leveling device are: the steel plate has weak corrosion resistance and poor durability. Long-term exposure of the leveling steel plate at the bottom of the prefabricated beam to the air will cause the leveling steel plate to rust, which will greatly reduce the compressive strength and flexural strength of the leveling steel plate, thereby affecting the performance of the T-beam structure.

实用新型内容Utility model content

本实用新型的目的是提供一种RPC调平板,要解决传统调平钢板、抗腐蚀能力弱、耐久性差以及抗压强度和抗折强度较低的的技术问题。The purpose of the utility model is to provide an RPC leveling plate, which solves the technical problems of traditional leveling steel plate, weak corrosion resistance, poor durability, low compressive strength and flexural strength.

为实现上述目的,本实用新型采用如下技术方案:In order to achieve the above object, the utility model adopts the following technical solutions:

一种RPC调平板,所述RPC调平板为(ReactivePowderConcrete)活性粉末混凝土调平板,其特征在于:包括水平的由RPC混凝土制成的RPC底板和若干根竖直的钢筋,所述RPC底板为长方形或者正方形,所述钢筋的下端被浇筑在RPC底板的上侧面中并与RPC底板刚性连接成一体。A kind of RPC leveling plate, described RPC leveling plate is (ReactivePowderConcrete) active powder concrete leveling plate, it is characterized in that: comprise the RPC bottom plate that is made of RPC concrete and several vertical steel bars horizontally, described RPC bottom plate is rectangular Or square, the lower end of the steel bar is poured into the upper side of the RPC base plate and rigidly connected with the RPC base plate as a whole.

优选的,所述钢筋沿RPC底板的四周位置分布。Preferably, the steel bars are distributed along the periphery of the RPC bottom plate.

优选的,所述钢筋到RPC底板的边缘的距离不少于30mm。Preferably, the distance from the steel bar to the edge of the RPC bottom plate is not less than 30mm.

优选的,所述RPC底板的长为60cm~75cm,宽为50cm~70cm,厚为为45~60mm。Preferably, the RPC bottom plate has a length of 60cm-75cm, a width of 50cm-70cm, and a thickness of 45-60mm.

优选的,所述钢筋的直径为10mm。Preferably, the steel bar has a diameter of 10mm.

本实用新型的有益效果如下:The beneficial effects of the utility model are as follows:

1、本实用新型克服了传统的调平钢板易生锈的缺点,解决了传统的调平钢板抗腐蚀能力弱、耐久性差的问题。1. The utility model overcomes the shortcomings of the traditional leveling steel plates that are easy to rust, and solves the problems of weak corrosion resistance and poor durability of the traditional leveling steel plates.

2、本实用新型采用RPC的活性粉末混凝土抗压强度大、抗折强度大以及韧性高,从而大大提高调平板的抗压及抗折等性能,使T梁结构的正常使用得到保障。2. The utility model adopts RPC active powder concrete with high compressive strength, high flexural strength and high toughness, thereby greatly improving the compressive and flexural properties of the leveling plate, and ensuring the normal use of the T-beam structure.

3、本实用新型可广泛应用于预制梁底部的调平装置中。3. The utility model can be widely used in leveling devices at the bottom of prefabricated beams.

附图说明Description of drawings

下面结合附图和实施例对本实用新型进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.

图1是本实用新型的示意图。Fig. 1 is the schematic diagram of the utility model.

图2是本实用新型安装在T梁台座沙坑中的示意图。Fig. 2 is the schematic diagram that the utility model is installed in the bunker of T-beam pedestal.

图3是本实用新型浇筑在T梁中的示意图。Fig. 3 is a schematic diagram of the utility model poured in a T-beam.

图4是RPC调平板浇筑在T梁中的侧面示意图。Figure 4 is a schematic side view of the RPC leveling plate poured into the T-beam.

附图标记:1-RPC底板、2-钢筋、3-T型梁、4-沙坑、5-T梁台座、h-钢筋到RPC底板的边缘的距离、a-RPC底板的长、b-RPC底板的宽、c-RPC底板的厚。Reference signs: 1-RPC floor, 2-reinforcement bar, 3-T beam, 4-sand pit, 5-T beam pedestal, h-distance from steel bar to edge of RPC floor, a-length of RPC floor, b- The width of the RPC base plate, and the thickness of the c-RPC base plate.

具体实施方式detailed description

如图1所示,这种RPC调平板包括水平的由RPC混凝土制成的RPC底板1和若干根竖直的钢筋2,所述RPC底板1为长方形或者正方形,所述钢筋2的下端被浇筑在RPC底板1的上侧面中并与RPC底板1刚性连接成一体。As shown in Figure 1, this RPC leveling plate includes a horizontal RPC base plate 1 made of RPC concrete and several vertical steel bars 2, the RPC base plate 1 is rectangular or square, and the lower end of the steel bar 2 is poured In the upper side of the RPC base plate 1 and rigidly connected with the RPC base plate 1 as a whole.

本实施例中,所述钢筋2沿RPC底板1的四周位置分布。In this embodiment, the steel bars 2 are distributed along the periphery of the RPC bottom plate 1 .

本实施例中,所述钢筋2到RPC底板1的边缘的距离h不少于30mm。In this embodiment, the distance h between the steel bar 2 and the edge of the RPC bottom plate 1 is not less than 30 mm.

本实施例中,所述RPC底板1的长a为60cm~75cm,宽b为50cm~70cm,厚c为为45~60mm。In this embodiment, the length a of the RPC bottom plate 1 is 60cm-75cm, the width b is 50cm-70cm, and the thickness c is 45-60mm.

本实施例中,所述钢筋2的直径为10mm。In this embodiment, the diameter of the steel bar 2 is 10mm.

本实用型新的制作方法,其步骤如下:The new production method of the utility model has the following steps:

步骤一:搭设浇筑RPC调平板的模具,该模具需要保证RPC调平板的平整度不大于2mm。Step 1: Set up the mold for pouring the RPC leveling plate. The mold needs to ensure that the flatness of the RPC leveling plate is not greater than 2mm.

步骤二:预埋RPC调平板的钢筋2,并依据T梁底板钢筋的位置调整钢筋2位置,避免安装时出现冲突;Step 2: Pre-embed the steel bar 2 of the RPC leveling plate, and adjust the position of the steel bar 2 according to the position of the steel bar on the bottom plate of the T beam to avoid conflicts during installation;

步骤三:浇筑RPC混凝土;Step 3: Pouring RPC concrete;

步骤四:RPC混凝土终凝后,拆模并进行高温蒸汽养护;养护时,采用80°C的温度蒸汽养护72±1h,或者采用90°C的温度蒸汽养护48±1h。Step 4: After the final setting of the RPC concrete, remove the formwork and perform high-temperature steam curing; during curing, use steam at 80°C for 72±1h, or steam at 90°C for 48±1h.

如图2和图3所示本实用新型的施工方法,其步骤如下:Construction method of the present utility model as shown in Figure 2 and Figure 3, its steps are as follows:

步骤一:将RPC调平板加工好,检测合格后运至施工现场;Step 1: Process the RPC leveling plate, and transport it to the construction site after passing the test;

步骤二:根据T梁纵坡的坡度i%和RPC调平板顺桥向长度L,计算出调平块顺桥向高差H=i%×L,将RPC调平板安装至T梁台座(5)的沙坑(4)中,利用沙坑调整RPC调平板两端高差H;Step 2: According to the slope i% of the longitudinal slope of the T-beam and the length L of the RPC leveling plate along the bridge direction, calculate the height difference of the leveling block along the bridge direction H=i%×L, and install the RPC leveling plate on the T-beam pedestal (5 ) in the bunker (4), use the bunker to adjust the height difference H at both ends of the RPC leveling plate;

步骤三:RPC调平板安装好后,对T梁腹板的钢筋和RPC调平板的钢筋2进行绑扎;Step 3: After the RPC leveling plate is installed, bind the steel bar of the T-beam web and the steel bar 2 of the RPC leveling plate;

步骤四:钢筋绑扎完后,安装T梁3的模板;Step 4: After the steel bars are bound, install the formwork of the T-beam 3;

步骤五:待模板安装好后浇筑混凝土。Step 5: Pour concrete after the formwork is installed.

Claims (5)

1.一种RPC调平板,其特征在于:包括水平的由RPC混凝土制成的RPC底板(1)和若干根竖直的钢筋(2),所述RPC底板(1)为长方形或者正方形,所述钢筋(2)的下端被浇筑在RPC底板(1)的上侧面中并与RPC底板(1)刚性连接成一体。1. An RPC leveling plate, characterized in that: it includes a horizontal RPC base plate (1) made of RPC concrete and several vertical steel bars (2), and the RPC base plate (1) is rectangular or square, so The lower end of the steel bar (2) is poured into the upper side of the RPC bottom plate (1) and rigidly connected with the RPC bottom plate (1) as a whole. 2.根据权利要求1所述的RPC调平板,其特征在于:所述钢筋(2)沿RPC底板(1)的四周位置分布。2. The RPC leveling plate according to claim 1, characterized in that: the steel bars (2) are distributed along the periphery of the RPC bottom plate (1). 3.根据权利要求1所述的RPC调平板,其特征在于:所述钢筋(2)到RPC底板(1)的边缘的距离(h)不少于30mm。3. The RPC leveling plate according to claim 1, characterized in that: the distance (h) from the steel bar (2) to the edge of the RPC bottom plate (1) is not less than 30mm. 4.根据权利要求1所述的RPC调平板,其特征在于:所述RPC底板(1)的长(a)为60cm~75cm,RPC底板(1)的宽(b)为50cm~70cm,RPC底板(1)的厚(c)为45~60mm。4. The RPC leveling plate according to claim 1, characterized in that: the length (a) of the RPC base plate (1) is 60cm-75cm, the width (b) of the RPC base plate (1) is 50cm-70cm, and the RPC base plate (1) The thickness (c) of the bottom plate (1) is 45-60mm. 5.根据权利要求1所述的RPC调平板,其特征在于:所述钢筋(2)的直径为10mm。5. The RPC leveling plate according to claim 1, characterized in that: the diameter of the steel bar (2) is 10mm.
CN201521059422.2U 2015-12-18 2015-12-18 RPC leveling board Expired - Lifetime CN205295916U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421220A (en) * 2015-12-18 2016-03-23 广东冠粤路桥有限公司 RPC leveling board, T type beam and construction method for RPC leveling board and T type beam
CN110820514A (en) * 2019-11-25 2020-02-21 西南交通大学 T-beam structure and long-span bridge for high-speed railway long-span bridge

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421220A (en) * 2015-12-18 2016-03-23 广东冠粤路桥有限公司 RPC leveling board, T type beam and construction method for RPC leveling board and T type beam
CN110820514A (en) * 2019-11-25 2020-02-21 西南交通大学 T-beam structure and long-span bridge for high-speed railway long-span bridge

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
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Effective date of registration: 20201022

Address after: 501-2, 1261 Panyu Avenue North, Dalong street, Panyu District, Guangzhou City, Guangdong Province

Patentee after: Guangdong Guandi Construction Co.,Ltd.

Address before: 511450, 1261, Panyu Avenue, Guangdong, Guangzhou, 4

Patentee before: GUANGDONG GUANYUE HIGHWAY & BRIDGE Co.,Ltd.

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20160608